A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Soil-Cement Study, Truscott Brine Dam, Texas
Soil-cement was considered as a slope protection material to be used on the Truscott Dam which will impound water having high sulfate and chloride contents (3,000 mg/L and 10,000 mg/L, respectively). Type II and Type V cements, with and without fly ash as a cement replacement, were used to prepare specimens for the following tests; compressive strength, sulfate attack and expansion, wetting-drying, frost damage, and optimum moisture-maximum density. It was recommended that a mixture of 10 percent Type V cement and a granular non-plastic soil be used to provide the required slope protection.
Soil-Cement Study, Truscott Brine Dam, Texas
Soil-cement was considered as a slope protection material to be used on the Truscott Dam which will impound water having high sulfate and chloride contents (3,000 mg/L and 10,000 mg/L, respectively). Type II and Type V cements, with and without fly ash as a cement replacement, were used to prepare specimens for the following tests; compressive strength, sulfate attack and expansion, wetting-drying, frost damage, and optimum moisture-maximum density. It was recommended that a mixture of 10 percent Type V cement and a granular non-plastic soil be used to provide the required slope protection.
Soil-Cement Study, Truscott Brine Dam, Texas
R. H. Denson (author) / T. Husbands (author) / O. K. Lloyd (author)
1986
52 pages
Report
No indication
English
Construction Equipment, Materials, & Supplies , Civil Engineering , Dams , Cements , Replacement , Slope , Protection , Soils , Sand , Construction materials , Fly ash , Mixtures , Compressive properties , Density , Curing , Brines , Sulfates , Chlorides , Frost , Expansion , Wetting , Drying , Resistance , Damage , Cost effectiveness , Soil Cement , Truscott Dam , Slope Protection
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